The Monitoring and Analysis of Surface Subsidence of Soft Soil Rock Large Section of Subway Tunnel Shield Construction

Abstract:

In this paper use the shield construction of Dalian subway 202 bid section as an example, carried out the monitoring measurement of surface subsidence and crown surface subsidence during the shield construction, detailed analysis the monitoring data, explored the characteristics and distribution of surrounding rock and surface deformation of large cross section shield construction. Construction transverse deformation has a relationship with lateral position and the tunnel excavation length. The closer from shield machine working face, the closer to the center line of the tunnel, the greater impact is. The research results have reference value for the future similar engineering design and construction.

• Periodical: Advanced Materials Research (Volume 848)
• Pages: 78-82
• DOI: https://doi.org/10.4028/www.scientific.net/AMR.848.78
• Online since: November 2013
• Authors: Jin Kui Li*, Bing Wei Yan, Yong Jian Shi
• Keywords: Large Section Subway Tunnel, Monitor, Rock Stability, Soft Rock, Soft Soil

References

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